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NA 005

DIN Standards Committee Building and Civil Engineering

Abstract

(1) EN 1993-1-5 gives design requirements of stiffened and unstiffened plates which are subject to inplaneforces.(2) Effects due to shear lag, in-plane load introduction and plate buckling for I-section girders and boxgirders are covered. Also covered are plated structural components subject to in-plane loads as in tanks andsilos. The effects of out-of-plane loading are outside the scope of this document.NOTE 1: The rules in this part complement the rules for class 1, 2, 3 and 4 sections, see EN 1993-1-1.NOTE 2: For the design of slender plates which are subject to repeated direct stress and/or shear and alsofatigue due to out-of-plane bending of plate elements (breathing) see EN 1993-2 and EN 1993-6.NOTE 3: For the effects of out-of-plane loading and for the combination of in-plane effects and out-of-planeloading effects see EN 1993-2 and EN 1993-1-7.

Begin

2019-06-17

WI

00250238

Planned document number

DIN EN 1993-1-5

Project number

00518630

Responsible national committee

NA 005-08-16 AA - Design of structures (national mirror committee for CEN/TC 250/SC 3, ISO/TC 167/SC 1)  

Responsible european committee

CEN/TC 250/SC 3/WG 5 - Evolution of EN 1993-1-5 - Plated structures  

draft standard

Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements; German and English version prEN 1993-1-5:2022
2022-03
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previous edition(s)

Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements; German version EN 1993-1-5:2006 + AC:2009 + A1:2017 + A2:2019; Corrigendum 1
2020-07

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Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements; German version EN 1993-1-5:2006 + AC:2009 + A1:2017 + A2:2019
2019-10

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